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FD. MAG NAIL & WASHER
STAMPED RIV. CITY SURV.,
FLUSH PER CITY RIVERSIDE
T.B.6630TIF.
BEARING
DISTANCE
N 89-07100* E
100. 00'
N 00-09123* W
45.00 9
N 89'07100* E
9 9.51 f
N 00-53*00" W
43.191
N 29-35000* E
2.09 9
N 89*07'00* E
90.231
N 89-07'00" E
9.28 9
N 73-44007" E
13.93#
9)
N 62-06'47" W
8.91 #
10
N 00'09'23" W
122.671
11
N 00-09*23* W
3.40 9
12
N 62-06147" W
17.82'
13
N 00*09'23" W
119-27'
FD. C—NAIL & TIN, FLUSH
FITS TIES PER CITY RIVERSIDE
T.B.6657TIF.
CURVE DATA
DELTA
RADIUS
LENGTH
TANGENT
(D
117-56913"
233.009
479.609
387.299
2
40-07'30"
263.009
184.18"
96.051
77-57'00"
266.009
361.89'
215-21 f
W.O. 19-12
IN THE CITY OF RIVERSIDE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
RECORD OF_ SURVEY 0
OF THAT PORTIONS OF LOTS 13 AND 14 IN BLOCK 6, OF TIBBETS TRACT, AND THOSE PORTIONS OF SCHOOL CIRCLE
AND PARK AVENUE (NOW ABANDONED) AS SHOWN BY MAP ON FILE IN BOOK 4 OF MAPS, AT PAGE 91, RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA SECTION 34, T. 25., R. 5W.
ACTION SURVEYS, INC. APRIL, 2021
S.F.N. INTERSECTION
ciTTrBLISHEDBieisseTiF.
CENTRAL AVENUE RIVERSIDE
[[N 89#15900" E 893.2510 CALC'D]]
N 89"07900" E 893.459 (N 89*07100" E 893.25s).
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SCHOOL CIRCLE DRIVE
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POINT FALLS ON M.H.
SET 4-5* "X" TIES
W/CONCRETE NAIL &
— TAG L.S. 4343, FLUSH,
5
IN PAVEMENT.
SEE
"C"
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8 'C5 V
C, C19 ry
� , s �'�\ � R/W ESTABLISHED PER
DOC. No. 2021-0169051
� �� /s`� SEE DETAIL "B" REC. 03-17-2021
SCHOOL CIRCLE DRIVE
�rv�
- - T - N 89-5 05;� E (R)
FD. MAG NAIL & WASHER
STAMPED RIV. CITY SURV.,
FLUSH PER CITY RIVERSIDE
T.B.1 2692TIF.
0 - 5
R/W ESTABLISHED PER 6 7
DOC. No. 2021-0169051
REC. 03-17-2021
DETAIL '*C*
NOT TO SCALE
W4 W, 4
4?
ve
A
rV
I
IV
06
FD. PIS NAIL & WASHER
STAMPED RIV. CITY SURV.
FLUSH, PER CITY RIVERSIDE
T.B.1 2694.TIF.
co
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to
C'4 P
C:)
0
z FD. 3/41' I.P. TAGGED
R.C.E. 9455, DN. 0.8 9 *
S 12*05"59" E (R) 0.51' NO REFERENCE. MON.
S.F.N.N HELD FOR LINE.
-2.55
N 00*09'23" W:
12.55"
N
00*09'23" W
0.50'
FD. 3/4" I.P. TAGGED
R.C.E. 9455, DN. 0.8ts
�► f
NO REFERENCE. MON.
HELD FOR LINE.
DETAIL "A"
NOT TO
SCALE
IV
6,:> 40 6
06-.
8�g3\
SCHOOL CIRCLE DRIVE
DETAIL "B"
NOT TO SCALE
100' 50" 0 1009
FD. 16D NAIL IN CONC.
GUTTER IN FL. FLUSH,
PER CITY RIVERSIDE
T.B.1 2694.TIF.
SCALE: 1"= 1010'
prig�na.Q
ao�-3 - 03500�{�0
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
t
Filed this �4 15 day of AID 2023, at 3:00 p omo
in Book 1 (0- 1 of Records of Survey, at Page at
the request of the County Surveyor.
No. a093— 3500'4(0
1 01.0D
....
Fee
Peter Aldana, Assessor —County Clerk —Recorder
By. Deputy
SURVEYORS STATEMENT
This map correctly represents a survey made by me or under my direction
in conformance with the requirements of the Professional Land Surveyors
Act, at the request of Juan Mejia in Febuary, 2019.
'LAND
V
Gabriel D. Ybarra
No. 4343 L.S. 4343
Up. 6-30-2024 Exp. 6-30-24
N't
OF CA IIAI
/Ift-W 9-2vZ3 1
a
SURVEYOR'S NOTES
Basis of Bearings is taken from the centerline of Central Avenue
per P.M. 17/80, being N 89'07'00" E.
0 Denotes found monuments as noted.
0 Denotes set 1" I.P. togged L.S. 4343, flush, unless otherwise noted.
() Denotes record data per P.M. 17/80.
[ ] Denotes record data per R.S. 74/56.
(( )) Denotes record data per R.S. 20/18.
€ � Denotes record data per Doc. 2013-0307632 Rec. 06-26-2013.
[[ ]] Denotes record data per Grant Deed Book 544 Page 500 of Deeds
Rec. 06-29-1926.
Y.N. Denotes searched, found nothing.
< > Denotes record data per City Riverside T.6.12694.TIF.
All I.P. dimensions are inside diameter.
The survey shown hereon was performed between March 4 through 11, 2019
and April 4, 2021.
COUNTY SURVEYOR'S STATEMENT
This map has been examined in accordance with Section 8766 of the
Professional Land Surveyors' Act this day of
2023.
ND
kc*
'KC
_.j Cj No. 8488 David L. McMillan, County Surveyor
L.S. 8488
OF A 0
COUNTY SURVEYOR'S NOTE:
The County Surveyor has not established as of the date of recording
of this Record of Survey that the land shown in this Record of Survey
is in compliance with the provisions of the Subdivision Map Act, Division
2 (commencing with Section 66410) of Title 7 of the Goverment Code.
The Parcel shown on this survey may not have been legally created and
therefore may not be a buildable parcel.
200' 300'
David L. McMillan, County Surveyor
L.S. 8488
SEC 34-2S-5W RIV. CO. 21-255